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Titlebook: Geometric Nonlinearity in Structural Behavior; Evaluating Analytica Anthony James DeLuzio Textbook 2024 The Editor(s) (if applicable) and T

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書(shū)目名稱Geometric Nonlinearity in Structural Behavior
副標(biāo)題Evaluating Analytica
編輯Anthony James DeLuzio
視頻videohttp://file.papertrans.cn/384/383578/383578.mp4
概述Maximizes understanding of the fundamentals of geometric nonlinear behavior and the P-Δ effect.Introduces the influence of geometric nonlinearity on Buckling, Vibration and second order displacements.
叢書(shū)名稱Synthesis Lectures on Engineering, Science, and Technology
圖書(shū)封面Titlebook: Geometric Nonlinearity in Structural Behavior; Evaluating Analytica Anthony James DeLuzio Textbook 2024 The Editor(s) (if applicable) and T
描述.This book provides a fundamental understanding of the analytic process involved in solving complex problems, such as the influence of geometric nonlinearity on buckling, vibration, and second-order displacements. Because the book assumes linear behavior the solution can be evaluated using matrix math. Computer software, however, must be used to account for possible nonlinear material behavior due to the local yielding of the members that would result in changes to the elements of the stiffness matrix. Hence the computer solution must be iterative. The number of iterations and the iteration interval may be set manually by the user or internally by the software which can affect the solution...?..?..?.
出版日期Textbook 2024
關(guān)鍵詞Structural dynamics; geometric nonlinearity; buckling; vibraration; second-order displacements
版次1
doihttps://doi.org/10.1007/978-3-031-40508-2
isbn_softcover978-3-031-40510-5
isbn_ebook978-3-031-40508-2Series ISSN 2690-0300 Series E-ISSN 2690-0327
issn_series 2690-0300
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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https://doi.org/10.1007/978-3-031-40508-2Structural dynamics; geometric nonlinearity; buckling; vibraration; second-order displacements
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Geometric Nonlinearity in Structural Behavior978-3-031-40508-2Series ISSN 2690-0300 Series E-ISSN 2690-0327
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https://doi.org/10.1007/978-3-031-56840-4 either its yield or plastic moment capacity. Lateral Torsion Buckling occurs when the compression flange of the beam suddenly buckles in the laterally direction. To guard against this mode of failure the Code provides guidelines that specify lateral bracing of the compression flange at prescribed intervals.
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